Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 25
8 du a ו الا 4 6 Interface Zone 2 5 Cell zone 2 Sliding Mesh Theory The sliding mesh model allows adjacent grids to ... This situation requires a means of computing the flux across the two non - conformal interface zones of each grid ...
8 du a ו الا 4 6 Interface Zone 2 5 Cell zone 2 Sliding Mesh Theory The sliding mesh model allows adjacent grids to ... This situation requires a means of computing the flux across the two non - conformal interface zones of each grid ...
Page 226
Specific details of a selected simulation will be given in the next section . with 1 / 12 ° resolution is employed , corresponding to 355 grid points in the along - shelf direction and 85 grid points in the cross - shelf direction .
Specific details of a selected simulation will be given in the next section . with 1 / 12 ° resolution is employed , corresponding to 355 grid points in the along - shelf direction and 85 grid points in the cross - shelf direction .
Page 244
It was used 20000 horizontal grid points covering the whole Baia de Guanabara , the xdirection was discretized with 125 grid points along the E - W direction and the y - direction with 160 grid points along the N - S direction in a ...
It was used 20000 horizontal grid points covering the whole Baia de Guanabara , the xdirection was discretized with 125 grid points along the E - W direction and the y - direction with 160 grid points along the N - S direction in a ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |